Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Coronavirus COVID 19
Eprocure
Opening Date21 Oct 2019
Closing Date4 Nov 2019
Tender Amount₹ 12,05,000
Costs
EMD
₹ 60,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HPDA_394717_2Bid Award Id
ViewTender No
293/CE/HPDA/2019 DATED 04-10-2019 SBTender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
c) Rope Muji
24
-
45
d) Phawra
48
-
140
e) Bucket 20 litre
24
-
182
f) Sambhal 1'x5'
48
-
346.9
g) Supply of Garrage Trolley 1 cum capacity complete with wheel backet of 18 gauge sheet dully painted
2
-
6500
h)Oxygen mask
6
-
250
i)Oxygen cylinder
2
-
2000
j)refilling of oxygen
6
-
250
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL
52
-
183.1
(b) 1.5 - 3.0 M BGL
42
-
230.7
(c) 3.0 - 4.5 M BGL
3
-
290.2
Providing & Fixing opening timbering in trenches for the depth up to 3.0 m B.G.L.consisting of 40 mm thick approved country wood planks for polling boards,125mmx75mm indian sal wood walers and 100 mm dia sal ballies for struts at 1.5 m c/c including removal after laying of sewer.(Both sides of trnches will be taken as one side for the purpose of payments & measurement i.e. srea equal to length x depth of trench).Dismanted timbering materials will be the property of the contractor.
14
-
358
(A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
(I) 0-1.5 MBGL
28
-
584
(II) 1.5-3.0 MBGL
12
-
602
(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II) 0 - 1.5 m BGL
12
-
792
(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II)1.5-3.0 MBGL
12
-
813
Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
3.5
-
5200
Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x600 mm
10
-
4379.8
(B) 600x600x900 mm
10
-
5735
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m.
1.5
-
4326
Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 900 mm deep
1
-
6832
(B) 1200 mm deep
1
-
12562
(C) 1500 mm deep
1
-
18627
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.) (A) Bottom dia 900 mm dia (beyond 900 to 1650 mm BGL)
0.1
-
5247
(B)Bottom dia 1200 mm dia(beyond 1650 to 2250 mm BGL)
0.3
-
6900
(C)Bottom dia 1500 mm dia(beyond 2250 to 3000 mm BGL)
0.4
-
8343
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL
189
-
183.1
(b) 1.5 - 3.0 M BGL
57
-
230.7
(c) 3.0 - 4.5 M BGL
3
-
290.2
M-150 Brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
8
-
4430
12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
753
-
165
Neat cement punning
753
-
40.9
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
8
-
6250
Disposal of surplus earth available from cutting including cartage upto 0.5 km as per direction of E/I.
249
-
35
R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.
4
-
7700
M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.
5
-
5600
Pumping out water caused by spring ,tidal or river seepage , broken water mains or drain or well point pumping and the like .
100
-
308
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia
25
-
2785.92
Providing Precast Concrete Manhole Cover without Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia
110
-
1200
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the engineer-in-charge within a distance of60 meter(200 feet.).
2
-
400
Deduction of cost of old brick obtained from dismantling of brick work.
460
-
4.7
Deduction of cost of old brick bats obtained from dismantling of brick work.
1
-
700
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